HomeMy WebLinkAbout23-5707issue Date: 02/21/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
11101119! 11
1111 ii i I I a - I 1 1111 * a
Mons ab —A-W
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
RE PEfIT OFFICEt)
PERMIT EXPIR S IN 6 MONTHS WITHOUT APPROVED INSPECTION
a
813-780-0020
Date Received
Owner's Name
Owner's Address
Foe Simple Titleholder Name
Fee Simple Titleholder Address
JOB ADDRESS F73--5,
PROPOSED USE
City of Zephyrhills Permit Applicatir"
Building Department 11
Owner Phone Number
NUMMIN
Owner Phone Number E====
Owner Phone Number
(OBTAINED FROM PROPERTY TAX NOTICE)
NEW CONSTR ADD/ALT SIGN DEMOLISH
11 INSTALL REPAIR
SFR E
BLOCK 0 FRAME = ' "EEL =
Comm OTHER
BUILDING SIZE :::::= .." FOOTAGE rLJ HEIGHT E=
-r1r"r1r1r"r"r1r1 T-rT"T-"
=BUILDING r= VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL AMP SERVICE PROGRESS ENERGY W,R,E.C,
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY E
SIGNATURE REGISTERED ;;;FEE C�URREr,
Address License #E==:==
ELECTRICIAN COMPANY
SIGNATURE a /REGISTERED Y/N FEE CURREP, Y/N
Address License #E=:===
PLUMBER COMPANY E;� FEE CUR�REI����
SIGNATURE REGISTERED
Address License #E=====
MECHICCOMPANY E
SIGNATURE REGISTERED FEE CuRREN
ANAL
Address License #E:====
OTHER COMPANY E
SIGNATURE REGISTERED �Y f N�FEE �CURREN
Address License #E=====
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Sift Fence installed,
Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction,
Minimum ten (110) working days after submittal date. Required onsite, Construction Plans, Storm ter Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement Is required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Rerooft if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
5/11/2022
10 engipartners engipartners.corn
[t**YL**Lo* =**o, A M Wel I 1303 1 a I a rg�j
To: TITAN (FL)
I•'Ian Review Num: II/A
-?-roject Name: TSP61951 Erin Bishop
r1an /Permit Address: 35562 STELLA VAST DR ZEPHYRHILLS, FL 33541
05/11/2022 - Juan Garcia: We need two sets of plans, PV only and battery
with PV as existing.
05/11/2022 - Juan Garcia: We will need the original PV plans only with the
battery added to the "existing" PV system. tesla power added now, no
generator.
• Removed Generator from PV only and Battery plans.
• Added battery.
• Updated E-1 page; Battery plans with PV as existing.
• Added inverter data sheet to PV only and battery plans.
"PROPERTY SIDE FACING STREET"
NORTH
LOCATION MAP I WIND ZONES
N.T.S.
IRRADIANCE MAP
A
PROJECT DESCRIPTION
SYSTEM CAPACITY: 10.2 KW DC / 7.6 KW AC
PV PANELS: (30) SIL-TITAN 340 NL (60 CELL) BY SILFAB
OPTIMIZERS: (30) P370 BY SOLAREDGE
INVERTER: (1) SE760OH-US BY SOLAREDGE
RACKING SYSTEM: CROSSRAIL 48-XL BY EVEREST
BATTERY: (1) TESLA POWERWALL
PROJECT INFORMATION_
I MIN AMBIENT TEMP'�j I -C
PROJECT LATITUDE 28,260135
PROJECT LONGITUDE -82,228000 MAX AMBIENT TEMP' 35 °C
AHJ ZEPHYRHILLS WIND EXPOSURE B
MAX WIND SPEED 138 MPH
C-2 SAFETY PLANS
E ONE LINE RISER DIAGRAM
E-2 SAFETY LABELS
S-1 STRUCTURAL PLAN
S-2 RACKING PLAN
D-I PV MODULES DATA SHEET
DA I BATTERY DATA SHEET
GENERAL NOTES
�ER FL. STATUTE 377.705 (REVISED 7/112017), 1 RAFAEL A. GONZALEZ
SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER
471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL
COMPONENTS ARE DESIGNED AND APPROVED USING THE
STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE
�LORIDA BUILDING CODE,
CABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION,
7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
3TURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017,
TRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE
ALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH
ION OR LOCAL GOVERNING CODE.
L WIRING METHODS AND INSTALLATION PRACTICES SHALL
INFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL
ATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS
ALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING
INDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL
HER CONDUCTORS IN THE BUILDING, CONNECTORS TO BE
,RQUED PER DEVICE LISTING, OR MANUFACTURERS
COMMENDATIONS, NON -CURRENT CARRYING METAL PARTS SHALL
CHECKED FOR PROPER GROUNDING.
IUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY
ACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS
,LL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER
,LICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING
;E FOR MORE INFORMATION.
qG ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING
:ACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING
CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL
kWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED
ANGS. DESIGN WIND PRESSURES ARE CALCULATED USING
: 7-16 EQUATION 30.6-1, ALL NOTES IN FIGURES ASCE 7-16 304-1
30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF
-iT MUST BE LESS THAN 60 FEET.
DOCUMENT CONTROL
DATE LAD GO ENGINEER CONTACT INFORMATION ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
ERIN BISHOP
SHEET NAME:
Cf "VER SHEET
ISSUED FOR PERMIT
101-04-2021 KC AF
ENGIPARTNERS LLC Rafael A
TITAN SOLAR POWER FL
REV
DESCRIPTION
DATE CAD QC catGonzalez
C�k32661
255 GIRALDA AVE % Soto
12221 N US HIGHWAY 301
1-ITAN
PROJECT ADD RESS:
355,62 STELLA VAST DR,
CORAL GABLES, FL 33134
2022. 05.1
f 1
THONOTASASSA, FL 33592
ZEPHYRHILLS, FL 33541
PROJECT ID: ENGINEER OF RECORD: SHEET TITLE:
SO LAP POWER
ENG. RAFAEL A GONZALEZ SOTO, PE C-1
DESIGN@ENGIPARTNERS.COM 16-5612
(813) 982 -9001
TSP61951
PARCEL NUMBER:
DATIE7. SHEETS:
,
833 - 888 - 3644 -04' 00
#EC13008093
32-25-21-0100-01900-0090
12-22-2020 1 OF 10
7
WIRE SIZES, QUANTITY & TYPE
RACEWAY SIZE, TYPE & LOCATION
WIRE AMPACITY CALCULATIONS
ADDITIONAL INFORMATION
WIRE DE -RATED
CALCULATION
WIRE TAG
CONDUCTOR
NEUTRAL
GROUND
RACEWAY
RACEWAY
RACEWAY
OUTPUT
125% OF
MIN
VOLTAGE I CONDUIT
QTY. SIZE & TYPE
QTY. SIZE & TYPE
QTY. SIZE & TYPE
SIZE & TYPE
LOCATION
IGH
HE T
ABOVE ROOF
CURRENT
OUIPUT
CURRRENT
OCPD
AMBIENT
WIRE
TEMPERATURE
#OF
I CONDUCTORS
DE -RATES
DIST.
VOLTAGE
DROP % FILL %
RATING
AMPACITY
COEFFICIENT
COEFFICIENT
DC (BEFORE JB)
(4) #10 AWG PV WIRE
N/A
(1) #8 AWG BARE COPPER
NOT APPLICABLE
UNDER ARRAY
1/2" TO 3-1/2"
15A
18,8A
20A
40A 0.76
1
30A
10 FT.
350V 0.11% 6.4 %
DC (AFTER JB)
T
(4) #10 AWG THWN-2
N/A
(1) #8 AWG THWN-2
3/4EMT CONDUIT
"
ABOVE ROOF
1/2" TO 3-1/2"
15A
18.8A
20A
40A 0.76
0.8
24.3A
20 FT.
350V 0. 2 1
AC (INVERTER TO METER)
(2) #2 AWG THWN-2
(1) #2 AWG THWN-2
(1) #6 AWG THWN-2
1 1/4" EMT
EXTERIOR WALL
'N/A"
32A
40. DA
40A
130A
130A
5 FT.
240V 0.1% 7.7%
AL
CONDUIT
STRING #1
EXISTING SYSTEM
-y
5
A1.1 A1.2
A1.3
A1.4
A1.5 A1.6
A1.7
A1.8 A1.9 A1.10
A1.11 A1A2
T
A1.14
A1.15
T,
"v
lk.
-A,
q A --j!
AN�
2 3 4
7
PV RAILS TO BE BONDED WITH #8
BARE WIRE
GATEWAY 2
STRING #2
T =- Si L
6
1 OOA /i�
A2.1 A22
B23
B2.4
B2.5 B2.6
B2.7
B2.8 B2.9 B2.1 0
1 B2.11
B2.12
B2.13 B2.14
B2.15
13
49A I,,
kx
Y
19
-A
NEl
T1
3
;Ijj i
iYl y
- ----- -
30A
8
15
m
ONE LINE RISER DIAGRAM
N.T.S.
LEGEND:
100A It
10
BACKUP PANEL
cAETE
7
13
8 ,UNFUSED8 12
200A
I oc
_4
(30) SIL-TITAN 340 NIL (60 CELL) BY SILFAB
4 #10 PV WIRE
REFER TO SHEET D-1
2
1 #8 BARE WIRE GROUND
3
NEl JUNCTION BOX
3/4" EMT CONDUIT
4 #10 THWN-2
4
1 #8 THWN-2 GROUND
5
SE760OH-US BY SOLAREDGE -REFER TO D-3 SHEET
6
2 #8 L1,L2 THWN-2 1 #8 THWN-2 GROUND
3/4" EMT CONDUIT
1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT
7
TESLA GATEWAY 2
8
2 #2 L1,L2 THWN-2 1 #6 THWN-2 GROUND
9
GATEWAY DISCONNECT - 100A RATED
1 #2 THWN-2 NEUTRAL 1 1/4" EMT CONDUIT
10
BACKUP PANEL RATED 125A
WITH 100A MAIN BREAKER
PV SYSTEM DISCONNECT RATED 200 AMP
12
PV INTERCONNECTION POINT - PV BRAKER
EUTILITY
13
ELECTRICAL SERVICE
14
2 #10 LI, L2 THWN-2 1 #8 THWN-2 GROUND
15
TESLA POWERWALL 2 BATTERY
1 #10 THWN-2 NEUTRAL 3/4" EMT CONDUIT
p 1
m• ILI 5,
SERVICE
240V/120V 200A BUS BAR
0 Tl
III TERTER-TOTAL-0-FTRWT-32A-
SAFETY RATING
40A
TOTAL PV SYSTEM OCPD:
40A
MAIN BREAKER RATING:
150A
BUS BAR RATING:
200A
120% BACKIFEED RATING:
90A
DOCUMENT CONTROL DATE CAD.I DO ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
ERIN BISHOP
SHEET NAME:
ONE LINE RISER DIAGRAM
ISSUED
FOR PERMIT 101-04-2021 KC I AF ENGIPARTNERS I
DESCRIPTION
Rafael A
TITAN SOLAR POWER I
REV
DATE
C�A.32661
255 GIRALDA AVE
,- ", "",, Gonzalez
12221 N US HIGHWAY 301
A
PROJECTM:56RESS:
35562 STELLA VAST DR,
CORAL GABLES, FL 33134
-Soto
THONOTASASSA, FL 33592
*TITAN
ZEPHYRHILLS
PROJECT ID; ENGINEER OF RECORD:
SHEETTITLE:
. FL 33541
DESIGN@ENGIPARTNERS.COM
�2022.05.11
16:56:36
(813) 982 -9001
S 0 L A R P 0 W E R
-PARc-Ecwu-mBER
ENG. RAFAEL A GONZALEZ SOTO, PE
TSP61951 - --- ----
E-1
4
DATE:
SHEETS:
833 - 888 - 3644
#EC13008093
1
32-25-21-0100�01900-0090
12-22-2020
3 OF 10
- -1
f-11 \11
TILT=25
AZIMUTH= 180o (S)
&It ff Ff i 1111 _-,TTW ; to] [Q m 5 gaffArL•"s
1- CONTRACTOR/INSTALLER TO VERIFY ROOF
CONDITIONS FOR PROPER INSTALLATION OF THE
PV SYSTEM,
2- CONTRACTOR/INSTALLER TO NOTIFY THE
OWNER IMMEDIATELY OF ANY ROOF
DEFICIENCIES AND/OR REPAIR REQUIRED TO
INSTALL THE PV SYSTEM-
3- FOR DOES NOT ASSUME ANY RESPONSIBILITY
FOR THE INSTALLATION OF ANY PV SYSTEM ON
DEFICIENT ROOFS.
4-CONTRACTOR/INSTALLER ASSUMES ALL
RESPONSIBILITY TO INSTALL AS PER
MANUFACTURER STANDARDS.
LEGEND & SYMBOLS
OBS ROOF OBSTRUCTIONS
ARRAY #
(xx.x
MODULE #
STRING #
PV MODULES
TRUSSES OR RAFTERS
ROOF MOUNTS & RAIL
ROOF SLOPE
Goff
UL 1703 CERTIFIED
MAX. PV MODULE SURFACE LOAD: 83.5 psf
t_
APPLIED WIND LOAD: 31.15 psf
1Z
FNOTES:
-INSTALL MID CLAMPS BETWEEN
4, C
SIL-TITAN MODULES AND ENDS CLAMPS AT THE
3,40 NL END OF EACH ROW OF MODULES.
(60 CELL)
ALUMINUM RAILS SHOULD ALWAYS BE
C3
SUPPORTED BY MORE THAN ONE
-h s' r,�
FOOTING ON BOTH SIDES OF THE
LSPUCE.
n2 SOLAR MODULE
N.T.S.
DOCUMENT CONTROL i DATE
CAD
Do,
ENGINEER CONTACT INFORMATION ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER
ERIN BISHOP
SHEET NAME:
PLAN
ISSUED FOR PERMIT �01-04-2021
AF
ENGIPARTNERS LLC
TITAN SOLAR POWER FL
RE V DESCRIPTION,
_LC
DATE
CAD
Do
C.A. 32661 cvz Rafael A
255 GIRALDA AVE
12221 N US HIGHWAY 301
PROJECT ADDRESS:STRUCTURAL
35562 STELLA VAST DR,
I
hl
Gonzalez Soto
CORAL GABLES, FL 33134
THONOTASASSA, FL 33592
(aTITAN
ZEPHYRHILLS, FL 33541
PROJECT ID:
ENGINEER OF RECORD:
SHEET TITLE:
_
2022.05.11
DESIGN@ENGIPARTNERS.COM 016:56:58 -04'00'
-
(813) 982 -9001
S 0 L A P P 0 W E R
TSP61951
ENS RAFAEL A. GONZALEZ SOTO, PE
S-1
PARCEL NUMBER:
DATE:
SHEETS:
833 - 888 - 3644
#EC13008093
32-25-21-0100-01900-0090
1
12-22-2020
5 OF 10
EIMIMI= !I
I Specifically designed to work with power optimizers I U1_1741 SA certified, for CPUC Rule 21 grid compliance
1 Record -breaking 99% weighted efficiency
I Quick and easy inverter commissioning directly
from a smantphone using the SolarEdge SetApp
I Fixed voltage inverter for longer strings
I integrated arc fault protection and rapid
shutdown for NEC 2014 and 2017, per article
69011 and 690.12
1;)ede cot (I
I Small, lightweight, and easy to install both outdoors
or indoors
Built -in module -level monitoring
I Optional: Faster installations with built-in consumption
metering (19/o accuracy) and production revenue grade
metering (0.5% accuracy, ANSI C12.20)
Single Phase Inverter
with H D-Wave Technology for North America
SE3000WUS / SE380OH-US / SE500OH-US / SE600OH-US/
SE1 OOOOH-US / SE1 140OH-us
GO Lm 2d0V
5000 @ Zv
VA
010 V
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Single Phase Inverter with HD -Wave Technology
for North America
SE300OR-OS / SE3800"- !S / SE500OR-#S / SE600OR-IIS/
SE10001H-US / S E1140OH-US
MODEL NUM]i S0000H-US 1 5E3800WUS 5E5000H-US SE6000H-u5 jKw:!� ""US
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ADDITIONAL FEATURES
STANDARD COMPLIANCE
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How to Enable Consumption Monitoring
By simply wiring current transformers through the inverter's existing AC conduits and connecting them to the service
panel, homeowners will gain full insight into their household energy Usage helping them to avoid high electricity bills
Single phase inverter with
FED -wave technology and
built-in RGM and
Service Panel consumption monnorring
00
Grid
T T T
Fri
CT Ll N L2
Sh,14ded CAT S-5��adfeM
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as AC Conduit
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DOCUMENT CONTROL DATE ICAD
QC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
TITAN
CUSTOMER:
ERIN BISHOP
_� PROJECTADDRESS
35562 STELLA VAST DR,
SHEET NAME:
INVA ERTER DTASHEET
ISSUED FOR PERMIT OIT4-202�1KC
A
ENGIPARTNERS LLC
C.k32661
255 GIRALDA AVE
Rafael A
Gonzalez
Soto
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
REV
DESCRIPTION DATE !CAD
(7
777,7-t77-
CORAL GABLES, FL 33134
THONOTASASSA, FL 33592
ZEPHYRHILLS, FL 33541
PROJECT ID:
ENGINEER OF RECORD:
SHEET TITLE:
2022.05.11
S 0 L A R P 0 w E R
ENG RAFAEL A. GONZALEZ SOTO, PE
D-3
DESIGN@ENGIPARTNERS.COM
16�57:48
(813) 982 -9001
-I�ARCFE-Cqat R.-
TSP61951
DATE:
SHEETS:
FL
---
833 - 888 - 3644
-04'00'
#EC13008093
32-25-21-0100-01900-0090
12-22-2020
9 OF 10
j R� F R` � L POWER',,',,, -� J_ L 1
,esla Powerwal)'ssa fully integrated FCC battery system for> T a
esicent;ak or light commvial use i=s re narge ale 3ithiu -ion
battery pack provides energy storage for solar self -consumption,
r
time -based control, and backup � L�
owerwa(i's electr€cal interface provides a ssrnpie connection to
> any ;some or building, its revolutionary Compact design achieves
market leading energy density and is easy t0 install, enabling
owners to quickly realize the benefits of reliable; clears power. l
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r PERFORM/`ilN F . PECIFICA:TIONS MECH.Al"11C.AL SPECIFIC„ 1In-NS ;
SAC Voltacie ( Nominal) _. Dt?itpnst ono
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Real Power peak (0,off grid/backup) P*'tmsrtr Co Ines t,_y 'y E IN L 9
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ENVIRONMENTAL SPECIFICATIONS t
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COMPLIANCE INFORMATION
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DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ISSUED FOR PERMIT 01-04-2021 KC AF G I� ERIN BISHOP //� J/� ,//� (+`�
REV DESCRIPTION DATE CAD CC �NVIf ARTN�RS �LC Rafael A TITAN SOLAR POWER FL PROJECT ADDRESS: / 1T� Y / l l 1V � T
C.A.32661 ' <F Gonzalez 12221 N US HIGHWAY 301
255 GIRALDA AVE SOLO 35562 STELLA VAST DR,
CORAL GABLES, FL 33134 r :,yp = THONOTASASSA, FL 33592 #TITAN ZEPHYRHILLS, FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: _ ___ _ r 2022.05.11 /
S 0' L A R P D E R ENG. RAFAEL A. GONZALEZ SOTO, PE D-`t
--- - DESIGN@ENGiPAftTNERS.COM f '� t 6:58:00 (813) 982 -9001
---- — TSP61951 - - - - --
'. i�x�< .t' PARCEL NUMBER: DATE: SHEETS:
04'00 32-25-21-0100-01900-0090 DATE100E 10
g020
833-888-3644 #EC13008093
Power Optimizer
Power Optirnizer 0
For North America
For North America
P320 / P34 / P370 1400 J P401/ P405 / Per / P505
P320 / P34Q P37 P400 / P401 / P40 / P485 / P505 <
tr tr!
INPUT
Rated Input.DC Po,verni
320 1 34G 3.7,?
40i: 4f.'S 455
5p5
'JJ
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(doea, (oeve3 temperature}
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88
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lade
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8_-4-) 8-60
8 80__
8-60 125 - 105
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_Vdc —
i
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11
125
11.75
14
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nhaximum Dr Input CUrien6�
",_IS___.__.__ 125 74.65 12,2.> 1175
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w,
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— _
995
- 0
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988 98,6
Y
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-- II
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OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
t'llaximurn Output Corr rnt
15
.Aide
Ma, m i+t" oUtp '€ r01i
61) I 85
Vdc
OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
Pery Gutput'voltage per Power
Gpt n.Zer
} + q_1
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STANDARD COMPLIANCE
ER :. KC ParY1 Class B, IFC 61030 6-2, IECt: 1000 S 3
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INSTALLATION SPECIFICATIONS
Maximum Aliow- ' Syd,arri
Vr'Itage
r
tJ0(3.
Uc1c
Compia6tiie inverters
4f SprarEdge.Single Phase and l"Gre.Phase-^v2rters
Dimensfom L:x W
�9 155x 3u 5 17a x15 a.5 .1 9 "' 162 t �91
129x a:3 x 27.5, 51 x€,.:.i J51x6x1, /Y1x6r _16 2�x f_9x49.5 "IX. Ei.Gx 3 s.tx(Ax2_3
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power optimization at the module -level
Specifically designed to work with SolarEdge I Fast installation with a single bolt
inverters
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Next generation maintenance with module-
o
Up to 251n more energy level monitoring
Superior efficiency (99.5%) Meets NEC requirements for arc fault
protection (AFCI) and Photovoltaic Rapid
tot FordP'j ,nt'eror
ne ,sne xiwer Gt„tr. roitte anvrM>eai='iore.x.grea; The u
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"
Mitigates all types of module mismatch losses, Shutdown System PVRSS
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from manufacturing tolerance to partial
shading I Module -level voltage shutdown for installer
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Intertek
DOCUMENT CONTROL I DATE CAD
QC ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
g
" S 0 L A R P 0 W E R
CUSTOMER:
ERIN BISHOP
SHEET NAME:
SMART MONITORING DATASHEET
ISSUED FOR PERMIT 101-04-2621 KC
AF ENGIPARTNERS LLC
QC
C.A. 32661
— 255 GIRALDA AVE
CORAL GABLES, EL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
Rafael
A
- / z Gonzalez
Soto
i�..�. a 2
nr +w = ZOZZ.OS.i
s` a'< 4- 16:57:38
-04�00`
TITAN SPEAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813)982-9001
#EC13008093
REV
DESCRIPTION I DATE (CAD
PROJECT ADDRESS:
35582 STELLA VAST DR,
ZEPHYRHILLS, FL 33541
--- ---- -- — — --._�—
PROJECT ID:
TSP61951
ENGINEER OF RECORD:
ENG. RAFAEL A. GONZALEZ SOTO, PE
DA22--2020
SHEET TITLE:
D-2
--------
SHEETS: 6 OF 10
—
PARCEL NUMBER:
32-25-21-0100-01900-0090
ISSUED FOR PERMIT
REV 1 DESCRIPTION
Tent C•;nci?#inns .3
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INDUSTRY LEADII WARRANTY
The Titan Sonar Panel is manufactured by Silfab Solar
and includes an industry leading 25-year Product
workmanship and 30-year performance warranty.
MAXIMUM ENERGY OUTPUT
Leveraging over 35+ years of worldwide
experience in the solar industry, Silfab is dedicated to
superior manufacturing processes and innovations
such as Bifacial and Back Contact technologies, to
ensure our partners, such as Titan Solar have the
latest in solar innovation.
NORTH AMERICAN QUALITY
Silfab is the leading automated solar module manu -
facturer in North America. Utilizing premium quality
materials and strict quality control management to
deliver the hiohest efficiency, premium quality PV
modules 100 % made in North America.
DOCUMENT CONTROL I DATE CA QCI
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
01-04-2021 KC AF
ENGIPARTNERS LLC
C.A.32661
255 GIB AVE
Rafael A
`^°o
°"'�<Fz',: Gonzalez
as ,. SOto
DATE CAD QC
CORAL GABLES, FL 33134
; T. �,»
_.—.
w� =zozz.as.1 1
DESIGN@ENGiPARTNERS.COM
E -. a ,. 16:57:26
------
833 - 888 - 3644
{i4 00'
CONTRACTOR CONTACT INFORMATION
TITAN SOLAR POWER FL
12221 N US HIGHWAY 301
THONOTASASSA, FL 33592
(813) 982 -9001
#EC13008093
oIin,
f&dule product wrjrkrr,nstrip warranty
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CONTRACTOR LOGO CUSTOMER: SHEET NAME:
ERIN BISHOP
PROJECT ADDRESS:
35562 STELLA VAST DR, TIT AN ZEPHYRHILLS, FL 33541 PROJECTID:
S 0 L A P. P O IN E R .I
PARCEL NUMBER: TSP6 t951
32-25-21-0100-01900-0090
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ENGINEER OF RECORD:
ENG RAFAEL A. GONZALEZ SOTO, PE
DATE:
12-22-202
SHEET TITLE:
CCU-1
SHEETS: 7 OF 10
CrossRail 48-XL V
Mechanical Procerties
ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE
1/4" SS 18-8 BOLT
1/4" SS SERRATED FLANGE NUT
EVEREST CROSS RAIL (48 - XL
L-FOOT
RT MINI
SEE DATA SHEET ABOVE
NOTE:
SEAL BASE MOUNT TO EXISTING
ROOF UNDERLAYMENT WITH ROOF
SEALANT AND MEMBRANE
I P
N
orCrost,Rail End Clamp
01
0---J!
CROSSRAIL END CLAMP
2X4 RAFTERS 24" O.C.
ASPHALT
SHINGLES
5/16" SS LAG BOLT
5/16" SS FENDER WASHER
SHINGLE ROOF MOUNT
DETAIL & DATA
A 'I
N.T.S.
DOCUMENT CONTROL DATE CADICC
ENGINEER CONTACT INFORMATION_
ISSUED
FOR PERMIT
DESCRIPTION
01 -04-20211 KC I AF
j DATE JCADJ OC
ENGIPARTNERS LLC
C.A.32661
255 GIRALDA AVE
REV
CORAL GABLES, FL 33134
DESIGN@ENGIPARTNERS.COM
833 - 888 - 3644
L-Foot
Technical data
LAG BOLT
EXIST, 2X WID
TRUSSES OR
RAFTERS
PLACE BOLT
AT C.L. OF
TRUSS OR
RAFTER
,*JXft1L*JIkJWAVAJ
z"'go;
id C.11-1
4
A- CrossRad Mid Clamp
ROOF WIND
SLOPE SPEED
(legs.) (mph)
FLUSH MOUNT SYSTEM,SPAN TABLE (inches)
60 CELLS PORTRAIT , OR, LANDSCAPE
EXPOSURE B
GROUND SNOW: 0 psf
ZONE
(inches)
ZONE
(inches)
ZONE
(inches)
110
96
89
115
96
86
74
120
96
84
70
.......... 94------8D——
7'-27*
140
91
1 73
1 60 1
160
93
64
53
170
80
60
49
180
75
57
48
Notes: (1) Thread must be embedded in the side grain of a Trusses or other structural
member integral with the building structure.
2 Lag Botts must be located in the middle third of the structural member,
" 3 These values are not valid for wet services,
ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION
Rafael A
TITAN SOLAR POWER FL
Gonzalez
12221 N US HIGHWAY 301
Soto
*)-2022.05.11
THONOTASASSA, FL 33592
16:57:09
(813) 982 -9001
-04'00'
#EC13008093
(4) This table does not include shear capacities. If necessary, contact a local engineer to
specify lag bolt size with regard to shear forces,
�5 Install lag bolts with head ad washer flush to surface (no gap). Do nor over -torque.
6� Vvioudiawal design values for lag screw connections shall be multiplied by applicable
adjustment factors if necessary. Sao table 10,3.1 in the American Wood Council NOS
for Wood Construction,
CONTRACTOR LOGO CUSTOMER: ERIN BISHOP
sr
sr
tic
rA
N
LAG BOLT PULL OUT CALCULATIONS
Spruce, Pine, Per inch Thread Depth 266lbs
1—Th d-b- rth
Wood Strength x Thread Depth = Pull Out Strength
266 tbs. x 3 in = 798 IDS.
Allowable Pull Out Strength per Lag Bolt 1 798 lbs.
Max. Pull Out Strength Required per Lag Bolt 1 280,33 1
L. Lag Bell Pull -Out Strength Safety Factor 2,85
Lag Screw Installation Guidelines
1 Determine location for the Mount on reef by
drilling throughthe center of truss from bottom with
5/32" drill bit.
2 Mark mounting holes for Mount on
underayment, Mounting holes should be centered
on the trusses.
3 Drill 151W pilot role.
4, Apply sealant to bottom of Mount,
5, Place Mount over roof undarlayment with holes
in mof.
6, Apply sealant to bottom of Mount, apply sealant
to lag screws and faster, Mount securely to
trusses.
7 Apply additional sealant to top assembly to be
sure all penetrations are seated
,i
SHEET NAME:
I35562 STELLA VAST DIRT
I TA N ZEPHYRHILLS, FL 33541
S 0 L A R P 0 W E R
32-25-21-0100-01900-0090
PROJECT 10:
TSP61951
DISTRIBUTED LOAD CALCULATIONS
PV MODULES & RACKING WEIGHT = _CINDIVIDUAL MODULE WEIGHT
tj5 LBS *_{MODULE = 5 LBS)' 301 = 1335 LBS
_
PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RACKING
WEIGHT I TOTAL ARRAY AREA -- 1335 LBS 1548.96 SQFT
= 2.43 PSF
HENCE, ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM
LOAD
Uni-Rac Specs, _pulL9utJwithdravval) capacities � lbs I
ntypical roof lumber (ASP)
STAINLESS STEEL Lag screw specifications
Specific 61,6" shaft, *
gravity per inch thread depth
Douglas Fir, Larch 0,50 266
Douglas Fir, South 0,46 235
Engelman Spruce, Lodgepole Pine 046 235
(MSR 1650 f & higher)
Hem, Fir, Redwood (close grain) 0,43 212
Hem. Fir (North) 046 235 M
Spruce,
Pine 0,55 307 J_-
pruce, Pine, Fir 0,42 205
BE of 2 million psi and higher
grades of MSR and MEL) 0.50 266
Sources. American Wood Council, NDS 2005, Table 11,2A, 11 3A
ENGINEER OF RECORD: I SHEET TITLE:
ENG. RAFAEL A. GONZALEZ SOTOr PE S-2
DATE ISHEETS:
12-22-2020 6 OF 10
iNVERTER#1
TURN RAPID SHUTDOWN
SWITCH mTHE �FF"
POSITION TO
SHUT DOWN pvSYSTEM
AND REDUCE SHOCK
HAZARD mTHE ARRAY.
LABEL LOCATION:
AC DISCONNECT,
POINT OFINTERCONNECTION
PER CODE: NEC G9O]3(B)
LABEL LOCATION:
AC DISCONNECT, MAIN PANEL
PER CODE: NEC 11O27(C)
OSHA181O.145(f)(7)
LABEL LOCATION:
ACDISCONNECT, MAIN PANEL
PER CODE: NEC 090,56(C)(3)
LABEL LOCATION:
AC DISCONNECT
POINT OFINTERCONNECTION
PER CODE: NEC 8A0.5O(C)
LABEL LOCATION:
INVERTER
LABEL LOCATION:
POINT OF
INTERCONNECTION
LABEL LOCATION:
MAIN SERVICE PANEL
LABEL LOCATION:
POINT OF
INTERCONNECTION
PER CODE:
NEC G9U.33(E)(2)&NEC
0QO15(]
LABEL LOCATION: POINT OFINTERCONNECTION
GENERAL NOTE:
ADHESIVE FASTENED SIGNS:
THE LABEL SHALL BE VISIBLE, REFLECTIVE AND SUITABLE FOR
THE ENVIRONMENT WHERE IT IS INSTALLED [NFPA 1, 11.12.2A]
WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD
APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD
COMPLY WITH ANSI Z535.4 [NEC 110.21(B) FIELD MARKING].
ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF
N HALL BE WEATHER
DOCUMENT CONTROL
DATE CAD OC
ENGINEER CONTACT INFORMATION
ENGINEERING STAMP
CONTRACTOR CONTACT INFORMATION
CONTRACTOR LOGO
CUSTOMER:
ERIN BISHOP
—PROJECT DRE
SHEET NAME:
SAFETY LABELS
ISSUED FOR PERMIT
01-04-20211 KC AF
ENGIPARTNERS LLC
Rafae A
TITAN SOLAR POWER FL
REV DESCRIPTION
!CAD
DATE QC
Gonzalez
12221 N US HIGHWAY 301
ss:
CORAL GABLES, FL 33134
THONOTASASSA, FIL 33592
*TITAN
ZEPHYRHILLS, FL 33541
PROJECT ID- ENGINEER OF RECORD:
SHEET TITLE: